Contract ID: | 100387 | Estimate Number: | 0044 , Final | Spec Year: | 1999 | |||
Primary JP: | 18843(04) | Residency: | MCALESTER (02400) | Contract No: | 610192 | |||
Date Created: | 08/28/2013 | Contractor FEI: | 208746250 | Account No: | 464200 |
Project Number(s): | CIP-139B(025)IP | ||||||||
Contract Description: | GRADE, DRAIN, SURFACE AND BRIDGE US-270: FROM 6.5 MILES EAST OF THE SH-2 JUNCTION, EXTEND EAST. PROJECT LENGTH = 1.402 MILES. | ||||||||
Primary County: | LATIMER | ||||||||
Name of Road: | US-270 | ||||||||
Prime Contractor: | GLOVER & ASSOCIATES, INC. | Time Charged: | 768.00 | ||||||
2832 N. COUNTRY CLUB | Time Allowed: | 742.00 | |||||||
MUSKOGEE , OK 74403 | Percent Time: | 103.50 % |
Paid To Date: | $3,972,120.53 | Payable This Statement: | $0.00 |
CONTRACTOR AFFIDAVIT |
STATE OF ___________________ | ) | |
) § | ||
COUNTY OF __________________ | ) |
The undersigned contractor or duly authorized agent, of lawful age, being first duly sworn, on oath say that this claim is true and correct. |
Affiant further states that the work, services or materials as shown by this claim have been completed or supplied in accordance with the plans, specifications, orders, requests and all other terms of the contract. Affiant further states that (s)he is duly authorized agent of the contractor for the purpose of certifying the facts pertaining to the giving of things of value to government personnel in order to procure the contract or obtain payment; that (s)he is fully aware of the facts and circumstances surrounding the making of the contract and has been personally and directly involved in the proceedings leading to the procurement of the contract and the filing of this claim; and, neither the contractor nor anyone subject to the contractor's direction or control has been paid, given or donated or agreed to pay, give or donate to any officer or employee of the State of Oklahoma any money or other thing of value, either directly or |
indirectly, in procuring the contract or obtaining payment. The affiant further certifies that all laborers, mechanics, apprentices and trainees employed by him/her or by any subcontractor performing work under the contract on the project have been paid wages at rates not less than those required by the contract provisions, and that the work performed by each such laborer, mechanic, apprentice or trainee conformed to the classifications set forth in the contract or training program provisions applicable to the wage rate paid. |
Affiant hereby agrees that Contractor will accept this estimate as full compensation for all money due Contractor by the Department of Transportation, and hereby relinquish all claims, either in contract or in tort, which have arisen or which might arise out of the construction of said project. That to the best of my knowledge and belief, all indebtedness for labor, materials, fuel, equipment, equipment rental, parts, supplies, insurance premiums, and claims for items not specifically mentioned, which are attributable to performance of the work on this project or which were incorporated therein in any manner, have been paid in full, and that there are not now any presently outstanding, unpaid claims for such indebtedness; that my position with the company is such, that if there were any such outstanding claims of the nature specified herein, I would ordinarily be aware of them. |
Further affiant sayeth not. |
GLOVER & ASSOCIATES, INC. |
_________________________________________________ |
Affiant Signature |
_________________________________________________ |
Affiant Printed Name |
PE Seal |
_________________________________________________ |
Affiant Company Position |
Subscribed and sworn to before me this ______ day of ____________, 20____ |
My Commission Number: ____________ My Commission Expires: ______________ |
_________________________________________________ |
_________________________________________________ |
Professional Engineer Signature |
Oklahoma Department of Transportation |
Corporate Seal |
Notary Seal |
Contract ID: | 100387 | Estimate Number: | 0044 | Contract No: | 610192 | |||
Residency: | MCALESTER (02400) | Estimate Type: | Final | Account No: | 464200 | |||
Project Number(s): | CIP-139B(025)IP | ||||||||||||
Primary Job Piece No: | 18843(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE AND BRIDGE US-270: FROM 6.5 MILES EAST OF THE SH-2 JUNCTION, EXTEND EAST. PROJECT LENGTH = 1.402 MILES. | ||||||||||||
Primary County: | LATIMER | ||||||||||||
Name of Road: | US-270 | ||||||||||||
Prime Contractor: | GLOVER & ASSOCIATES, INC. | ||||||||||||
2832 N. COUNTRY CLUB | |||||||||||||
MUSKOGEE , OK 74403 | |||||||||||||
Surety Company: | WESTFIELD INSURANCE COMPANY | ||||||||||||
Date Let: | 06/17/2010 | NTP Effective Date: | 11/01/2010 | Pay Period: | 08/01/2013 TO 08/28/2013 |
Date Awarded: | 07/06/2010 | Date Work Began: | 11/30/2010 | Original Contract Time: | 360 |
Date Contract Executed: | 07/26/2010 | Date Time Stopped: | 12/07/2012 | Current Time Charged: | 768.00 |
Date NTP Issued: | 10/11/2010 | Completion Date: | 12/07/2012 | Current Time Allowed: | 742.00 |
General Liability Expires: | 02/01/2014 | Workman's Comp Expires: | 02/01/2014 | Percent Time Used: | 103.50 % |
Specification Year: | 1999 | ||||
Current Contract Amount: | $3,967,789.56 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $3,901,084.36 | Participating: | $0.00 | $0.00 | $0.00 | ||
Percent Complete: | 100 % | Non Participating: | $3,967,789.60 | $3,969,913.15 | $-2,123.55 | ||
Funds Available: | $-4,330.97 | Total Earnings: | $3,967,789.60 | $3,969,913.15 | $-2,123.55 | ||
Unearned Balance: | $-71,036.17 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $3,967,789.60 | $3,969,913.15 | $-2,123.55 | ||||
Other Adjustments: | $30,330.93 | $28,207.38 | $2,123.55 | ||||
Liq Dam/Disincentive: | $-26,000.00 | $-26,000.00 | $0.00 | ||||
TOTAL: | $3,972,120.53 | $3,972,120.53 | $0.00 |
Contract ID: | 100387 | Estimate Number: | 0044 | Primary JP: | 18843(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Change Order for Unclassified Borrow | Approved | 11/07/2011 | 0.0 | $99,765.76 |
002 | Change Order for the Installation of a water line. | Approved | 04/02/2012 | 0.0 | $20,107.50 |
003 | Deduction for failure to perform Maintenance during const. | Approved | 07/05/2012 | 0.0 | $-1,172.71 |
004 | Change Order for the addition of Line Items required | Approved | 04/01/2013 | 27.0 | $-58.44 |
005 | Final Quantity Change Order | Approved | 08/27/2013 | 0.0 | $-51,936.91 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
18843(04) | 0062 | Structural Steel | Stockpiled Material Adjustment | 0005 | $-49,955.89 |
18843(04) | 0062 | Structural Steel | Stockpiled Material Initial Payment | 0003 | $99,911.78 |
18843(04) | 0062 | Structural Steel | Stockpiled Material Adjustment | 0012 | $-49,955.89 |
18843(04) | 0076 | Fixed Bearing Assembly | Stockpiled Material Initial Payment | 0003 | $1,691.76 |
18843(04) | 0076 | Fixed Bearing Assembly | Stockpiled Material Adjustment | 0007 | $-845.88 |
18843(04) | 0076 | Fixed Bearing Assembly | Stockpiled Material Adjustment | 0013 | $-845.88 |
18843(04) | 0077 | Expan. Bearing Assembly | Stockpiled Material Initial Payment | 0003 | $6,283.68 |
18843(04) | 0077 | Expan. Bearing Assembly | Stockpiled Material Adjustment | 0007 | $-3,141.84 |
18843(04) | 0077 | Expan. Bearing Assembly | Stockpiled Material Adjustment | 0013 | $-3,141.84 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0035 | --14 | $1,000.00 | $-14,000.00 |
System Application of Liquidated Damages | 0036 | --9.0 | $1,000.00 | $-9,000.00 |
System Application of Liquidated Damages | 0037 | --15 | $1,000.00 | $-15,000.00 |
System Application of Liquidated Damages | 0038 | --8.0 | $1,000.00 | $-8,000.00 |
System Application of Liquidated Damages | 0039 | --6.0 | $1,000.00 | $-6,000.00 |
System Application of Liquidated Damages | 0040 | --1.0 | $1,000.00 | $-1,000.00 |
System Application of Liquidated Damages | 0042 | -27.0 | $1,000.00 | $27,000.00 | Subtotals For Liquidated Damages | $-26,000.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
No general contract adjustments have been created on this contract. | Subtotals For Contract Adjustments | $0.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
18843(04) | 0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0024 | 286.56 | $1.38 | $395.67 |
18843(04) | 0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0034 | 578.39 | $3.58 | $2,073.96 |
18843(04) | 0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0037 | 52.89 | $2.53 | $134.12 |
18843(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 297.63 | $-0.43 | $-129.69 |
18843(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 452.35 | $2.32 | $1,052.05 |
18843(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * SUBSTANDARD ITEM | 0014 | 0.00 | $0.00 | $-14,235.46 |
18843(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 3,851.31 | $2.32 | $8,957.18 |
18843(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * SUBSTANDARD ITEM | 0018 | 0.00 | $0.00 | $-378.45 |
18843(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 2,345.71 | $1.38 | $3,238.84 |
18843(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0024 | 527.08 | $1.38 | $727.77 |
18843(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * SUBSTANDARD ITEM | 0034 | 0.00 | $0.00 | $14,235.46 |
18843(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0034 | 381.42 | $3.58 | $1,367.68 |
18843(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0035 | 578.39 | $3.58 | $2,073.96 |
18843(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0036 | 409.25 | $3.58 | $1,467.47 |
18843(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0037 | -416.83 | $2.53 | $-1,056.98 |
18843(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0038 | 107.32 | $2.53 | $272.14 |
18843(04) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0037 | 2,922.63 | $2.89 | $8,469.78 |
18843(04) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * HMA Deduction as per Sec. 411 | 0038 | 0.00 | $0.00 | $-6,601.42 |
18843(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 204.53 | $-0.49 | $-101.86 |
18843(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 239.05 | $2.65 | $635.40 |
18843(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 555.72 | $2.65 | $1,477.10 |
18843(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0037 | 1,238.01 | $2.89 | $3,587.75 |
18843(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0038 | 0.00 | $0.00 | $-224.60 |
18843(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0038 | 995.26 | $2.89 | $2,884.26 |
18843(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0039 | 36.68 | $2.29 | $84.29 |
18843(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0040 | -36.68 | $2.05 | $-75.49 |
18843(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0043 | 0.00 | $0.00 | $-378.45 |
18843(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * SUBSTANDARD ITEM | 0043 | 0.00 | $0.00 | $378.45 |
18843(04) | 0061 | CONCRETE RAIL (TR4) | * COMPRESSIVE STRENGTH | 0015 | 0.00 | $0.00 | $-2,123.55 |
18843(04) | 0061 | CONCRETE RAIL (TR4) | * COMPRESSIVE STRENGTH | 0044 | 0.00 | $0.00 | $2,123.55 | Subtotals For Line Item Adjustments | $30,330.93 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
No milestones exist for this contract. |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 100387 | Estimate Number: | 0044 | Primary JP: | 18843(04) | |||
Line Item Number | Item Description | Item Number | Units | Bid Qty | Current Quantity | Quantity Paid This Est. | Quantity Paid To Date | Unit Price | Amount Paid This Est. | Amount Paid To Date |
Fed/State Project Number: CIP-139B(025)IP | Project: 18843(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $18,000.00 | $0.00 | $18,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 34,357.000 | 44,836.910 | 44,836.910 | $9.00 | $0.00 | $403,532.19 | |
0003 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $11,389.00 | $0.00 | $11,389.00 | |
0004 | TEMPORARY SILT FENCE | 223 2801 | LF | 3,400.000 | 0.000 | 0.000 | $2.00 | $0.00 | $0.00 | |
0005 | TEMPORARY SILT DIKE | 227 0100 | LF | 1,200.000 | 455.000 | 455.000 | $7.95 | $0.00 | $3,617.25 | |
0006 | SOLID SLAB SODDING | 230(A) 2806 | SY | 51,090.000 | 76,421.720 | 76,421.720 | $1.42 | $0.00 | $108,518.84 | |
0007 | WATERING | 230(F) 2812 | MGAL | 2,043.600 | 1,159.300 | 1,159.300 | $8.74 | $0.00 | $10,132.28 | |
0008 | SEEDING METHOD B | 232(B) 2814 | AC | 10.000 | 0.000 | 0.000 | $554.00 | $0.00 | $0.00 | |
0009 | MOWING | 241 2832 | AC | 10.700 | 0.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
0010 | AGGREGATE BASE | 303 5912 | TON | 16,147.300 | 19,032.160 | 19,032.160 | $18.00 | $0.00 | $342,578.88 | |
0011 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 27,688.000 | 25,295.350 | 25,295.350 | $1.47 | $0.00 | $37,184.16 | |
0012 | SEPARATOR FABRIC | 325 5271 | SY | 31,841.200 | 13,730.610 | 13,730.610 | $0.83 | $0.00 | $11,396.41 | |
0013 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 12,505.800 | 3,814.230 | 3,814.230 | $17.77 | $0.00 | $67,778.88 | |
0014 | PRIME COAT | 408 5774 | GAL | 12,242.700 | 2,451.100 | 2,451.100 | $1.00 | $0.00 | $2,451.10 | |
0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 2,832.200 | 917.840 | 917.840 | $68.00 | $0.00 | $62,413.12 | |
0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 7,241.900 | 8,533.630 | 8,533.630 | $62.94 | $0.00 | $537,106.68 | |
0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 2,265.800 | 2,922.630 | 2,922.630 | $79.50 | $0.00 | $232,349.09 | |
0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 2,824.800 | 3,232.570 | 3,232.570 | $65.50 | $0.00 | $211,733.35 | |
0019 | RUMBLE STRIP-METHOD AC-CON | 413(A) 4861 | LF | 14,215.000 | 11,743.000 | 11,743.000 | $0.42 | $0.00 | $4,932.06 | |
0020 | COLD MILLING PAVEMENT | 417 5267 | SY | 9,937.000 | 3,940.690 | 3,940.690 | $1.09 | $0.00 | $4,295.35 | |
0021 | FABRIC REINFORCEMENT | 420(A) 4242 | SY | 1,709.000 | 0.000 | 0.000 | $5.08 | $0.00 | $0.00 | |
0022 | BITUMINOUS BINDER | 420(B) 4268 | GAL | 427.300 | 0.000 | 0.000 | $4.40 | $0.00 | $0.00 | |
0023 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 57.500 | 57.500 | 57.500 | $59.00 | $0.00 | $3,392.50 | |
0024 | CLASS A CONCRETE | 509(B) 0321 | CY | 103.100 | 103.100 | 103.100 | $411.00 | $0.00 | $42,374.10 | |
0025 | CLASS C CONCRETE | 509(D) 0325 | CY | 194.300 | 0.000 | 0.000 | $242.00 | $0.00 | $0.00 | |
0026 | REINFORCING STEEL | 511(A) 0332 | LB | 15,418.200 | 15,418.200 | 15,418.200 | $0.77 | $0.00 | $11,872.01 | |
0027 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 81.400 | 58.200 | 58.200 | $55.07 | $0.00 | $3,205.07 | |
0028 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 181.500 | 138.670 | 138.670 | $35.73 | $0.00 | $4,954.68 | |
0029 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 122.000 | 128.000 | 128.000 | $49.96 | $0.00 | $6,394.88 | |
0030 | 28 1/2" X 18" R.C.PIPE ARCH CLASS A-III | 613(B) 4410 | LF | 54.000 | 54.000 | 54.000 | $74.00 | $0.00 | $3,996.00 | |
0031 | 43" X 26" R.C.PIPE ARCH CLASS A-III | 613(B) 4498 | LF | 62.000 | 62.000 | 62.000 | $111.00 | $0.00 | $6,882.00 | |
0032 | TYPE A6 CULVERT END TREATMENT | 613(CC) 7196 | EA | 22.000 | 22.000 | 22.000 | $850.00 | $0.00 | $18,700.00 | |
0033 | TYPE B6 CULVERT END TREATMENT | 613(CC) 7197 | EA | 12.000 | 14.000 | 14.000 | $1,100.00 | $0.00 | $15,400.00 | |
0034 | TYPE C6 CULVERT END TREATMENT | 613(CC) 7198 | EA | 2.000 | 2.000 | 2.000 | $1,320.00 | $0.00 | $2,640.00 | |
0035 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 126.000 | 126.000 | 126.000 | $35.50 | $0.00 | $4,473.00 | |
0036 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(D) 4527 | LF | 394.000 | 396.000 | 396.000 | $27.91 | $0.00 | $11,052.36 | |
0037 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(D) 4528 | LF | 68.000 | 58.000 | 58.000 | $31.81 | $0.00 | $1,844.98 | |
0038 | 35" X 24" CORR. GALV. STEEL PIPE ARCH | 613(D) 4529 | LF | 281.000 | 461.000 | 461.000 | $36.32 | $0.00 | $16,743.52 | |
0039 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 3,000.000 | 380.000 | 380.000 | $4.64 | $0.00 | $1,763.20 | |
0040 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 200.000 | 0.000 | 0.000 | $8.97 | $0.00 | $0.00 | |
0041 | PIPE UNDERDRAIN COVER MAT'L. | 613(R) 1100 | CY | 948.100 | 47.000 | 47.000 | $40.00 | $0.00 | $1,880.00 | |
0042 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $38,550.00 | $0.00 | $38,550.00 | |
0043 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 192.000 | 180.000 | 180.000 | $11.00 | $0.00 | $1,980.00 | |
0044 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 7,857.000 | 16,508.110 | 16,508.110 | $2.13 | $0.00 | $35,162.27 | |
0045 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 676.000 | 308.000 | 308.000 | $5.47 | $0.00 | $1,684.76 | |
0046 | SAWING PAVEMENT | 619(C) 0924 | LF | 19,850.000 | 13,911.450 | 13,911.450 | $2.50 | $0.00 | $34,778.63 | |
0047 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 975.000 | 975.000 | 975.000 | $17.88 | $0.00 | $17,433.00 | |
0048 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 4.000 | 4.000 | 4.000 | $1,900.00 | $0.00 | $7,600.00 | |
0049 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,400.00 | $0.00 | $9,600.00 | |
0050 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 6.000 | 6.000 | 6.000 | $55.00 | $0.00 | $330.00 | |
0051 | MAILBOX INSTALLATION-MULTIPLE | 629(B) 4959 | EA | 1.000 | 1.000 | 1.000 | $77.00 | $0.00 | $77.00 | |
0052 | MAILBOX | 629(C) 4960 | EA | 8.000 | 8.000 | 8.000 | $21.00 | $0.00 | $168.00 | |
0053 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 7.000 | 7.000 | 7.000 | $50.00 | $0.00 | $350.00 | |
0054 | EDGE DRAIN CONDUIT-PERFORATED | 653(A) 5915 | LF | 350.000 | 0.000 | 0.000 | $11.06 | $0.00 | $0.00 | |
0055 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 653(B) 5916 | LF | 15.000 | 0.000 | 0.000 | $37.39 | $0.00 | $0.00 | |
0056 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 1.000 | 0.000 | 0.000 | $715.00 | $0.00 | $0.00 | |
8000 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 0.000 | 7,739.780 | 7,739.780 | $12.89 | $0.00 | $99,765.76 | |
8001 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $20,107.50 | $0.00 | $20,107.50 | |
8002 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $-1,172.71 | $0.00 | $-1,172.71 | |
8005 | CONSTRUCTION MISCELLANEOUS | 104 0350 | SY | 0.000 | 1,675.940 | 1,675.940 | $5.08 | $0.00 | $8,513.78 | |
Subtotals For Category 0100/ROADWAY | $0.00 | $2,501,904.93 | ||||||||
Fed/State Project Number: CIP-139B(025)IP | Project: 18843(04) | Category: 0200/BRIDGE "A" | ||||||||
0057 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 422.000 | 422.000 | 422.000 | $22.00 | $0.00 | $9,284.00 | |
0058 | CLSM BACKFILL | 501(G) 6309 | CY | 182.000 | 182.000 | 182.000 | $137.00 | $0.00 | $24,934.00 | |
0059 | APPROACH SLAB | 504(A) 1304 | SY | 286.600 | 286.600 | 286.600 | $154.00 | $0.00 | $44,136.40 | |
0060 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 89.700 | 89.700 | 89.700 | $247.00 | $0.00 | $22,155.90 | |
0061 | CONCRETE RAIL (TR4) | 504(E) 6245 | LF | 585.000 | 585.000 | 0.000 | 585.000 | $66.00 | $0.00 | $38,610.00 |
0062 | STRUCTURAL STEEL | 506(A) 1322 | LB | 96,180.000 | 96,180.000 | 96,180.000 | $1.85 | $0.00 | $177,933.00 | |
0063 | CLASS AA CONCRETE | 509(A) 1326 | CY | 278.700 | 278.700 | 278.700 | $522.50 | $0.00 | $145,620.76 | |
0064 | CLASS A CONCRETE | 509(B) 1328 | CY | 216.200 | 216.200 | 216.200 | $687.00 | $0.00 | $148,529.40 | |
0065 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 100,020.000 | 100,020.000 | 100,020.000 | $0.94 | $0.00 | $94,018.80 | |
0066 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $22,000.00 | $0.00 | $22,000.00 | |
0067 | COLLECTION & HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 0.000 | 0.000 | $2,750.00 | $0.00 | $0.00 | |
0068 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 848.000 | 848.000 | 848.000 | $3.95 | $0.00 | $3,349.60 | |
0069 | DRILLED SHAFTS 24" DIAMETER | 516(A) 6090 | LF | 110.000 | 112.440 | 112.440 | $330.00 | $0.00 | $37,105.20 | |
0070 | DRILLED SHAFTS 36" DIAMETER | 516(A) 6092 | LF | 140.000 | 140.930 | 140.930 | $440.00 | $0.00 | $62,009.20 | |
0071 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 189.000 | 190.490 | 190.490 | $550.00 | $0.00 | $104,769.50 | |
0072 | PREPARATION OF CRACKS ABOVE WATER | 520(A) 6058 | LF | 50.000 | 52.000 | 52.000 | $110.00 | $0.00 | $5,720.00 | |
0073 | EPOXY RESIN ABOVE WATER | 520(C) 6060 | GAL | 10.000 | 2.000 | 2.000 | $165.00 | $0.00 | $330.00 | |
0074 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 507.500 | 507.500 | 507.500 | $5.50 | $0.00 | $2,791.25 | |
0075 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 14.000 | 14.000 | 14.000 | $137.00 | $0.00 | $1,918.00 | |
0076 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 2.000 | 2.000 | 2.000 | $1,925.00 | $0.00 | $3,850.00 | |
0077 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 8.000 | 8.000 | 8.000 | $1,900.00 | $0.00 | $15,200.00 | |
0078 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 700.000 | 601.060 | 601.060 | $31.90 | $0.00 | $19,173.82 | |
0079 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 114.000 | 99.580 | 99.580 | $27.00 | $0.00 | $2,688.66 | |
0080 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $95,000.00 | $0.00 | $95,000.00 | |
8008 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $-2,123.55 | $-2,123.55 | $-2,123.55 |
Subtotals For Category 0200/BRIDGE "A" | $-2,123.55 | $1,079,003.94 | ||||||||
Fed/State Project Number: CIP-139B(025)IP | Project: 18843(04) | Category: 0300/TRAFFIC | ||||||||
0081 | RELOCATION OF PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(G) 4316 | LF | 3,830.000 | 4,250.000 | 4,250.000 | $4.49 | $0.00 | $19,082.50 | |
0082 | DELIVER PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(H) 5856 | LF | 1,120.000 | 1,120.000 | 1,120.000 | $15.00 | $0.00 | $16,800.00 | |
0083 | (PL)PORTABLE TRAFFIC SIGNAL SYSTEM | 823 8478 | SD | 300.000 | 253.000 | 253.000 | $55.00 | $0.00 | $13,915.00 | |
0084 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 115.700 | 115.740 | 115.740 | $13.00 | $0.00 | $1,504.62 | |
0085 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 77.000 | 84.660 | 84.660 | $7.50 | $0.00 | $634.95 | |
0086 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 88.000 | 109.540 | 109.540 | $6.60 | $0.00 | $722.97 | |
0087 | DELINEATORS(TYPE 2, CODE 3) | 853 9039 | EA | 4.000 | 4.000 | 4.000 | $19.80 | $0.00 | $79.20 | |
0088 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 23,100.000 | 0.000 | 0.000 | $0.58 | $0.00 | $0.00 | |
0089 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 520.000 | 0.000 | 0.000 | $2.20 | $0.00 | $0.00 | |
0090 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 2.000 | 2.000 | 2.000 | $93.50 | $0.00 | $187.00 | |
0091 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 1.000 | 1.000 | 1.000 | $203.00 | $0.00 | $203.00 | |
0092 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 13,000.000 | 42,458.000 | 42,458.000 | $0.28 | $0.00 | $11,888.24 | |
0093 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 856(G) 8890 | EA | 11,100.000 | 1,625.000 | 1,625.000 | $0.50 | $0.00 | $812.50 | |
0094 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 9,000.000 | 4,653.000 | 4,653.000 | $0.55 | $0.00 | $2,559.15 | |
0095 | (PL)CONSTRUCTION ZONE QUADGUARD IMPACT ATTENUATOR | 871 8709 | SD | 316.000 | 0.000 | 0.000 | $5.50 | $0.00 | $0.00 | |
0096 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 1,196.000 | 10,173.000 | 10,173.000 | $2.20 | $0.00 | $22,380.60 | |
0097 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 5,342.000 | 11,215.000 | 11,215.000 | $2.10 | $0.00 | $23,551.50 | |
0098 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 4,870.000 | 11,544.000 | 11,544.000 | $2.20 | $0.00 | $25,396.80 | |
0099 | BARRICADES(TYPE II) | 880(C) 8836 | SD | 496.000 | 247.000 | 247.000 | $0.28 | $0.00 | $69.16 | |
0100 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 11,736.000 | 4,189.000 | 4,189.000 | $0.28 | $0.00 | $1,172.92 | |
0101 | WING BARRICADES | 880(C) 8848 | SD | 1,668.000 | 2,804.000 | 2,804.000 | $0.11 | $0.00 | $308.44 | |
0102 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 32,182.000 | 15,402.000 | 15,402.000 | $0.06 | $0.00 | $924.12 | |
0103 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 47,630.000 | 42,484.000 | 42,484.000 | $0.06 | $0.00 | $2,549.04 | |
0104 | DRUMS | 880(F) 8878 | SD | 47,630.000 | 93,358.000 | 93,358.000 | $0.05 | $0.00 | $4,667.90 | |
8003 | (SP)TRAFFIC STRIPE(MULTI-POLY.)(4" WIDE) | 854(C) 8530 | LF | 0.000 | 24,325.860 | 24,325.860 | $0.58 | $0.00 | $14,109.00 | |
8004 | (SP)TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 854(C) 8540 | LF | 0.000 | 664.600 | 664.600 | $2.20 | $0.00 | $1,462.12 | |
8006 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 7.000 | 7.000 | $200.00 | $0.00 | $1,400.00 | |
Subtotals For Category 0300/TRAFFIC | $0.00 | $166,380.73 | ||||||||
Fed/State Project Number: CIP-139B(025)IP | Project: 18843(04) | Category: 0600/STAKING | ||||||||
0105 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $28,000.00 | $0.00 | $28,000.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $28,000.00 | ||||||||
Fed/State Project Number: CIP-139B(025)IP | Project: 18843(04) | Category: 0640/CONSTRUCTION | ||||||||
0106 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $1,500.00 | $0.00 | $1,500.00 | |
0107 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $6,500.00 | $0.00 | $6,500.00 | |
0108 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $175,000.00 | $0.00 | $175,000.00 | |
8007 | (PL)RE-MOBILIZATION | 641 1400 | EA | 0.000 | 1.000 | 1.000 | $9,500.00 | $0.00 | $9,500.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $192,500.00 | ||||||||
Subtotals For Project CIP-139B(025)IP /18843(04) | $-2,123.55 | $3,967,789.60 |